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| Sl. No. | Item Description |
| 1 | PART- A (CIVIL)ROAD CONSTRUCTION |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (SOR No. PWD-2.8.1) |
| 3 | Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material.(Approved By Municipal Corporation) |
| 4 | Providing , laying ,spreading and compacting graded stone aggregate to Wet Mix macadom specification including premixing the material by tipper to site,laying in uniform layers with paversin sub-base base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Grade -1 as per Engineer-in-Charge. (SOR NO. PWD-4.1.8) |
| 5 | Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30kg per sqm (VG-10) on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per Technical Specifications MORT&H clause. (Approved By Municipal Corporation) |
| 6 | Denge Graded Bituminous Macadam (DGBM) P/L dense graded bituminous macadam with 60-90 THP Type HMP producing an average output of 75 tonnes per hour crushed aggregates of specified grading premixed with bitumixed binder @4.5% by weight of total mix and filler transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required (Approved By Municipal Corporation) |
| 7 | Bituminous Concrete Grading 2 (Using Plastic Waste)Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregate of specified grading premixed with bituminous binder @5.4 percent of mix and filler , transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade ,level and aligment , rolling with smooth wheeled , vibratory and tandem roller to achieve the desired compaction as per MORTH &H specification clause No.507 complete in all respect. (Approved By Municipal Corporation) |
| 8 | TABLE TOPS AND RAISED INTERSECTION : Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M40 grade with minimum cement (DSR-2023, 5.33.1.4) |
| 9 | Reflective Raised Pavement Markers (Cat Eye):-Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. . The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. (Approved By Municipal Corporation) |
| 10 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads onBituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. (MORTH 803 (8.13) LKO 2020) |
| 11 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site forday and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenanc for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). DSR-2023, 16.81 |
| 12 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (upto depth of 30mm) (MORTH 301.4 (3.2) KANPUR |
| 13 | FOOTPATH DEVELOPMENT |
| 14 | Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in- Charge within s distance of 60 meter. SOR PWD-697 |
| 15 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil SOR PWD-2.8.1 |
| 16 | Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material. (Approved By Municipal Corporation) |
| 17 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources (SOR PWD-4.1.8) |
| 18 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) (DSR-2023, 16.69) |
| 19 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. (DSR-2023, 16.63) |
| 20 | Supply and fixing Gully Grates RED 048 GRH-300 750 mm D.I. GULLY GRATE & FRAME IN D400 LOAD CLASS, as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge, (For Storm Water On Road Grating) (MR) |
| 21 | ACCESS RAMP FOR FOOTPATH : Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M40 grade with minimum cement content of 390 kg /cum (DSR-2023, 5.33.1.4) |
| 22 | Supplying and filling in plinth with local sand under floors, includingwatering, ramming, consolidating and dressing complete. (SOR PWD-2.27) |
| 23 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge . 60 mm thick C.C. paver block (Rectangular or Square )of M-35 grade with approved colour design and pattern (SOR PWD-MORD-1500 (6.7) (2)) |
| 24 | Brick work in common burnt clay (non modular ) brick of class 150 in foundation and plinth. (SOR PWD-6.1.1) |
| 25 | 12 mm thick plaster of mix 1:4 cement coarse sand etc all complete. (SOR PWD-13.4.1) |
| 26 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. ((PWD CH. 15, ITEM-30) NEW) |
| 27 | Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated well surface to give even shade over 1.25 Ltr/10sqm including one coat of primer applid 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat. (SOR PWD CH. 15, ITEM-34) NEW |
| 28 | Supply of following Sizes pipes for distribution system confirming to latest / relevant IS 4984/1995 Specification with all jointing material sand specials confirming to latest / relevant IS specifications, Including F.O.R. destinations rates per meter (exclusive of GST) in Rs anywhere in UP upto stores of consignees inclusive of third party inspection charges, packing and forwarding charges transit insurance chareges, road transportation charges etc.Complete (including testing of pipelines and cutting of pipes for making up to the length but excluding the cost of trenches) all complete as per instruction of engineers. (Rates Approved by strate Jalkal Vibhag) |
| 29 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete. (SOR PWD CH. 14, ITEM-18) 11.23 |
| 30 | Precasting and placing in position 125 mm dia Bollards 600 mm high of in specified spacing. cum 8514.85 cum cum cum Recycled required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at (DSR-2023, 4.9) |
| 31 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge . 80 mm thick C.C. paver block (Rectangular or Square )of M-35 grade with approved colour design and pattern. (SOR PWD-MORD-1500 (6.7)) |
| 32 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying. (DSR-2023, 1.1.18) |
| 33 | GREEN BELT |
| 34 | Dismentaling cement concrete or brick work or including stacking of dismantaled material as directed by Engineer-in- Charge within s distance of 60 meter. (SOR PWD-697) |
| 35 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. (SOR PWD-2.8.1) |
| 36 | Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material.(A.R. KNN) |
| 37 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources. (SOR PWD-4.1.8) |
| 38 | Providing and laying cement concrete in retaining walls, return walls, walls(anythickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:-1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm(nominal size) (SOR PWD 4.2.3) |
| 39 | Brick work in common burnt clay (non modular ) brick of class 150 in Super structure. (SOR PWD-6.4.1) |
| 40 | Providing and laying damp-proof course 50mm thick with cement concrete1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). (SOR PWD 4.11) |
| 41 | 12 mm thick plaster of mix 1:4 cement coarse sand etc all complete. (SOR PWD-13.4.1) |
| 42 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (PWD CH. 15, ITEM-30) NEW |
| 43 | Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated well surface to give even shade over 1.25 Ltr/10sqm including one coat of primer applid 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat. (PWD CH. 15, ITEM-35) NEW |
| 44 | Steel work welded in built up sections/ framed work, Including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required,in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (SOR PWD-10.25.2) |
| 45 | Painting or Varnishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T&P etc. required for proper completion of the work paint to be used should confirm. (PWD-641+642+19.29) |
| 46 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying. (DSR-2023, 1.1.18 ) |
| 47 | DRAINAGE |
| 48 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. (PWD-2.8.1) |
| 49 | Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material. (A.R. KNN) |
| 50 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources. (SOR PWD-4.1.8) |
| 51 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.(a) 450 mm dia RCC pipes.(DSR-2023, 19.36.1) |
| 52 | (b) 600 mm dia RCC pipes. (DSR-2023, 19.36.2) |
| 53 | (c) 900 mm dia RCC pipes. (DSR-2023, 19.36.3) |
| 54 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (SOR PWD-2.27) |
| 55 | Construction of R.C.C. Storm water Chamber with PFRC Cover.For 400 and 600mm Dia Pipe. (AR) |
| 56 | Construction of R.C.C. Storm water Chamber with PFRC Cover. For 900mm Dia Pipe. (AR) |
| 57 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying. (DSR-2023, 1.1.18) |
| 58 | STREET LIGHT |
| 59 | Supply of SMD 150W LED Streetlight fixture with System efficacy of 130 lm/W (19500 lumens). Luminaire shall be made up of die cast Aluminium housing with PC lens and toughened glass diffuser. Luminaire shall be designed with street optic LENS for uniform light distribution. LM 80-08 compliant LEDs from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP66 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 5700 K and CRI of Minimum 70. LED Driver shall be potted, Integrated type, Multistage, Isolated, APFC Constant Current-Constant Voltage operated driver with range 120-300V AC and Safety Extra Low Voltage < 60V DC as per IEC standard., Driver Efficiency > 87% & 4 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Compliance to Indian Standards of IS10322 Part 5 / Sect 1:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012. AAA Category SOR No.23.18 Make Philips, Trilux & Wipro Cat Part: LR13-182-XXX-57-G1 POLE HEIGHT 08 METER |
| 60 | Supply of SMD 70W LED Streetlight fixture with System efficacy of 110 lm/W (7700 lumens). Luminaire shall be made up of die cast Aluminium housing with PC lens and toughened glass diffuser. Luminaire shall be designed with street optic LENS for uniform light distribution. LM 80-08 compliant LEDs from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP66 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 5700 K and CRI of Minimum 70. LED Driver shall be potted, Integrated type, Multistage, Isolated, APFC Constant Current-Constant Voltage operated driver with range 120-300V AC and Safety Extra Low Voltage < 60V DC as per IEC standard., Driver Efficiency > 87% & 4 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Compliance to Indian Standards of IS10322 Part 5 / Sect 1:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012. AAA Category SOR No.23.15 Make Philips, Trilux & Wipro Cat Part: LR13-781-XXX-57-XX.POLE HEIGHT 5 METER |
| 61 | Supply of SMD 150W LED Streetlight fixture with System efficacy of 130 lm/W (19500 lumens). Luminaire shall be made up of die cast Aluminium housing with PC lens and toughened glass diffuser. Luminaire shall be designed with street optic LENS for uniform light distribution. LM 80-08 compliant LEDs from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP66 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 5700 K and CRI of Minimum 70. LED Driver shall be potted, Integrated type, Multistage, Isolated, APFC Constant Current-Constant Voltage operated driver with range 120-300V AC and Safety Extra Low Voltage < 60V DC as per IEC standard., Driver Efficiency > 87% & 4 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Compliance to Indian Standards of IS10322 Part 5 / Sect 1:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012. AAA Category SOR No.23.18 Make Philips, Trilux & Wipro Cat Part: LR13-182-XXX-57-G1POLE HEIGHT 08 METER |
| 62 | Supply of SMD 70W LED Streetlight fixture with System efficacy of 110 lm/W (7700 lumens). Luminaire shall be made up of die cast Aluminium housing with PC lens and toughened glass diffuser. Luminaire shall be designed with street optic LENS for uniform light distribution. LM 80-08 compliant LEDs from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP66 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 5700 K and CRI of Minimum 70. LED Driver shall be potted, Integrated type, Multistage, Isolated, APFC Constant Current-Constant Voltage operated driver with range 120-300V AC and Safety Extra Low Voltage < 60V DC as per IEC standard., Driver Efficiency > 87% & 4 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Compliance to Indian Standards of IS10322 Part 5 / Sect 1:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012. AAA Category SOR No.23.15 Make Philips, Trilux & Wipro Cat Part: LR13-781-XXX-57-XXHEIGHT 05 METER |
| 63 | Supply of SMD 150W LED Streetlight fixture with System efficacy of 130 lm/W (19500 lumens). Luminaire shall be made up of die cast Aluminium housing with PC lens and toughened glass diffuser. Luminaire shall be designed with street optic LENS for uniform light distribution. LM 80-08 compliant LEDs from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP66 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 5700 K and CRI of Minimum 70. LED Driver shall be potted, Integrated type, Multistage, Isolated, APFC Constant Current-Constant Voltage operated driver with range 120-300V AC and Safety Extra Low Voltage < 60V DC as per IEC standard., Driver Efficiency > 87% & 4 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Compliance to Indian Standards of IS10322 Part 5 / Sect 1:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012. AAA Category SOR No.23.18 Make Philips, Trilux & Wipro Cat Part: LR13-182-XXX-57-G1 |
| 64 | Supply of SMD 70W LED Streetlight fixture with System efficacy of 110 lm/W (7700 lumens). Luminaire shall be made up of die cast Aluminium housing with PC lens and toughened glass diffuser. Luminaire shall be designed with street optic LENS for uniform light distribution. LM 80-08 compliant LEDs from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP66 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 5700 K and CRI of Minimum 70. LED Driver shall be potted, Integrated type, Multistage, Isolated, APFC Constant Current-Constant Voltage operated driver with range 120-300V AC and Safety Extra Low Voltage < 60V DC as per IEC standard., Driver Efficiency > 87% & 4 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Compliance to Indian Standards of IS10322 Part 5 / Sect 1:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012. AAA Category SOR No.23.15 Make Philips, Trilux & Wipro Cat Part: LR13-781-XXX-57-XXHEIGHT 05 METER |
| 65 | Supply, Installation, Test & Commissioning of 11W LED Decorative Dark Sky Bollard with System efficacy of >80 lm/W (880 lumens). Luminaire shall be made up of dark grey, pure polyester power coated extruded Aluminium housing with seamless milky white polycarbonate diffuser, having dimension of dia(Ø) 100m± 2mm with height of 800mm±2mm. All external hardware must be of SS304 grade. LM 80-08 compliant LEDs of EMC/ceramic package from reputed makes such as Nichia/Cree/ Bridgelux/ Lumiled/ Osram/Seoul should be provided. LEDs used in the product shall comply with EN 62471 for Photo-biological safety and certificate for the same from manufacturer shall be provided. Luminaire shall be with IP65 and IK10 protection. The LED shall be compliant with LM80-08 standard with L70 life of 50000 Hrs tested at maximum current (Complete LM 80 test report for LED should be submitted for 10000 hrs of testing). The LEDs used should be with CCT of 4000 K, CRI of Minimum 80 and SDCM <5. LEDs must be driven at max 70% of the rated current. MCPCB with Aluminium core and copper thickness of 35 microns to be used for LED mounting. IP66 rated LED Driver shall be silicone potted, Integrated type, Isolated, Constant Current with range 140-280V AC. Driver Efficiency > 80% & 3 KV internal surge protection, Power factor greater than 0.95 and total harmonic distortion (THD) of less than 10% should be integral to the luminaire. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Compliance to Indian Standards of IS10322 Part 5 / Sect 5:1967; 16105 : 2012; IS 16106 : 2012; IS 15885 (Part2/Sec13) : 2012; IS 16108 : 2012 should be there. AAA Category SOR No.23.20 Make Philips, Trilux & Wipro similar to LB15-131-XXX-57-08 |
| 66 | Supply, Installation, Test & Commissioning of 8Mtr Laser Cut Design Decorative Pole coated with Epoxy Zinc phosphate primer and topcoat with polyurethane based paint. Paint Micron 60 to 80μm Approx. The pole base plat with 4Nos 16/18 mm dia x 750 mm long J Type GI foundation bolts with Double nut and double washer & Base plat 250x250x12mm, 1500mm Double Arm Bracket as per design for Center verge & Footpath Area Lighting. complete in all respects as per approved drawing of laser cut Pole..Make Wipro, Luster, K-Lite & Neri |
| 67 | S/ laying of 25sq mm x 3.5 core aluminium conductor PVC insulated armored served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm below ground complete in all respects (PWD S.I. No. 501(J)) |
| 68 | S/ laying of 70sq mm x 3.5 core aluminium conductor PVC insulated armored served sheathed cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm below ground complete in all respects (PWD S.I. No. 501(M)) |
| 69 | Supply & fixing of brass nickle plated comperision gland insulated with tape and making connection etc, complete in all respect (PWD S.I.No.501 K) |
| 70 | S/F and laying of high gauge of 63 mm dia (CPVC/HDPE/DWC) pipe for cable including in all for the protection of cable |
| 71 | S/F 0.5 AMP to 5 Amp sp MCB (10KA) C curve of plain or pin type aluminium lug with nutral link to the cable leeds including with tape, complete in all respects. (PWD SI No - 1001) |
| 72 | Supply and burrying of safe earthing Electrod T-19 (Hot dip Galvanize) length upto 2000mm outer pipe 50mm, Inner Pipe 25mm Terminal dia 12mm Pipe earthing complete in all respects. (PWD S.l.No.725 -A) |
| 73 | Supply & laying of 25mm X 3mm GI Strip from earth Electrod directly in the ground as required complete in all respect (PWD S.L.No.716) |
| 74 | Supply and erection or factor fabricated and wired metal clad dust and vermin proof floor mountion 200 amp capacity of automatic street light cubical control pannet double doors painted with and corosive alkali and proof paints consisting of time switch TSO 100 series with contractors, HRC fuses isolating swich, metering instruments and insturments boxes with CTS etc complete in all respect. (PWD S.I. NO. 802 C) |
| 75 | S/F of 40Amp TPN Automatic Cubical Control Panel painted with Anti corosive alkali & acid proof paint consisting of time switch with Contractors complete in all respect (PWD S.I. No.807 (f)(ii) |
| 76 | S/W of sub main cable with 3core 2.50sq mm FRLSH PVC insulated copper conductor cable with pvc conduict pipe including in all as (PWD S.I. NO. 289(P) |
| 77 | LIGHTING WORK |
| 78 | Supply & fixing of 16 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 360 mm base plate 32 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect. (PWD-652) |
| 79 | S/E of D clamp of 50x6 mm flat iron steel tubular poles/rail poles with nut bolts etc. complete in all respects. including painting with aluminium paint. (PWD-623) |
| 80 | S/F of 75x90 mm shackle insulator/ 100x 65 mmpin insulator including G.I.bolt spindles nuts etc . complete in all respect. (PWD-620) |
| 81 | S/E of stay set at 3.5 Meter away from thepole complete with galvanized 19 mm diax1.80 Meter long stay rod 30 cmx30x6.3 mm anchor plate,thimble stay clamps ,stay insulator,19 mm 600mm double screw tightener, 7/3.5 mmG.I. stay wire etc. in 1:3:6 cement concrete. complete in all respect. (PWD-631) |
| 82 | Painting of electric pole with 2 coat of aluminium paint over red oxide primer complete in all respect.(PWD-634) |
| 83 | S/F of 800 watt Algoritham based Automatic high mast Tower switch I.P 67 Box water Proof. Complete in all respect. (MR) |
| 84 | Numbring of EL pole 6''x4'' size black enamel paint and around thr number white enamel pain comp in all respects.(MR) |
| 85 | S/L ofaluminium conductor PVC insulated armoured served shethed cable 1100 volts grade at a depth of 750 mm below ground level over cushion of 75 mm thick sand all around and protected with burnt bricks on sides and top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or directed by the E/I complete in all respect,the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sq mm 2 core. (PWD-232,C) |
| 86 | Supply and burying of 40mm dia x 4.5mtr long G.I. pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 mtr. form the bottom complete with earthing lead of no. 6 to 8 SWG G.I. wire in GI pipe up to apron (and from apron to switch board the cost of GI wire and pipe will be extra) upto switch board 30cm sq. G.I. box with hinged over masonry enclosure, foundation at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-incharge complete in all respects as per drawing. (PWD-701) |
| 87 | S/f of 4/6 arm bracket complete in all respect.(MR) |
| 88 | S/F of factory wired integral L.E.D. Flood Light Luminaires with dia cast Al body built with driver set suitable for 170 watt to 200 watt confirming IP 66 protection complete in all respect.CAT-AA ISI Mark (PWD-1455) |
| 89 | STREET FIXTURE |
| 90 | Providing & fixing of Cast iron/S.S. bench including Handrest and backrest (size 1500mm length and 450mm and height 600 mm) including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. (MR) |
| 91 | Providing & fixing of SS/MS Dustbin size 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with red sandstone from all sides of 75mm with all complete as per design of direction in engineer/ Architect in charge.(MR) |
| 92 | Receiving, storing, handling, shifting, installation, testing & commissioning of Voltas water cooler, including all accessories complete in all respect etc. (Make - Voltas or Equivalent) as per design of direction in engineer/ Architect in charge.(MR) |
| 93 | The supply and fixing of a vending kiosk on an urban road shall include the design, fabrication, transportation, and installation of a prefabricated kiosk unit constructed from durable, weather-resistant materials such as powder-coated steel or aluminum with insulated wall panels. The kiosk shall be equipped with lockable shutters, adequate ventilation, internal electrical wiring for lighting and appliance use, and a waterproof roof. It must be securely anchored to a concrete base with proper drainage provisions.as per design of direction in engineer/ Architect in charge.(MR) |
| 94 | The work involves the supply and installation of a seating shed along urban road footpaths, designed to provide comfortable and weather-protected seating for pedestrians. The shed shall consist of a robust Mild Steel (M.S.) frame structure, treated with anti-corrosive primer and finished with two or more coats of weather-resistant enamel or powder coating. The roof and side panels shall be fabricated using high-quality fiber-reinforced plastic (FRP), polycarbonate, or other approved lightweight, UV-resistant materials to ensure durability and protection against sun and rain. The seating shall be integrated into the structure, using M.S. or stainless steel supports with seats made of FRP, HDPE, or seasoned wood, securely fixed and ergonomically designed for public use. All structural members shall be anchored to a pre-cast or cast-in-situ RCC foundation for stability. The design shall ensure accessibility, safety, and aesthetic integration with the urban streetscape, conforming to relevant local municipal guidelines and standards. as per design of direction in engineer/ Architect in charge.(MR) |
| 95 | Supply and fixing of LED Bollard 9W robustly designed IP65/IK10 Bollard is easy to install with base plate(TETRIS BAJAJ MAKE) (Philips/Panasonic/Havells or Equivalent) as per design of direction in engineer/ Architect in charge.(MR) |
| 96 | SIGNAGES |
| 97 | Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67- 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters numerals and borders etc should be as per MoRTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. MORT 801 (8.4) SOR LKO 2020i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm) |
| 98 | ii) 60 cm equilateral tringle with diffinitation plate (20cm X 60cm) |
| 99 | iii) 60 cm Dia Circular with diffinitation plate (20cm X 60cm). |
| 100 | iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm). |
| 101 | v) 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm). |
| 102 | vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm) |
| 103 | UTILITY DUCT |
| 104 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil.(PWD-2.8.1) |
| 105 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources..(PWD-4.1.8) |
| 106 | Construction of R.C.C. Electrical Chamber .(AR) |
| 107 | Construction of Brickwork. Telecom Chamber 750x750 inner with PFRC Cover.(AR) |
| 108 | Supply& laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge.(As per CM GRIDS Phase 2nd approved rates) |
| 109 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. (PN-6: Class PE-100)63 mm dia : PE-100 : PN 6DSR E & M |
| 110 | Supply of following Sizes pipes for distribution system confirming to latest / relevant IS 4984/1995 Specification with all jointing material sand specials confirming to latest / relevant IS specifications, Including F.O.R. destinations rates per meter (exclusive of GST) in Rs anywhere in UP upto stores of consignees inclusive of third party inspection charges, packing and forwarding charges transit insurance chareges, road transportation charges etc.Complete (including testing of pipelines and cutting of pipes for making up to the length but excluding the cost of trenches) all complete as per instruction of engineers)160 mm dia : PE-100 : PN 6(Rates Approved by Jalkal Vibhag) |
| 111 | 200 mm dia : PE-100 : PN 6(Rates Approved by Jalkal Vibhag) |
| 112 | Supplying and filling in plinth with local sand under floors, includingwatering, ramming, consolidating and dressing complete.(PWD-2.27) |
| 113 | RCC DUCT CROSSING |
| 114 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202,Bituminous coarses.(MORT 202 2.14 Page 66) |
| 115 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (PWD-2.8.1) |
| 116 | 1:4:8 (1 Cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm(nominal size) (PWD-4.1.8) |
| 117 | Providing and laying in position machine batched and machine mixed design mmix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering. finishing and reinforcement, including admixtures in recommended proportions as per 15: 9103 to accelerate, retard setting of concrete, Improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/ less cernent used as per design mix is. M-25 UPTO PLINTH LVL(PWD-5.33.1) |
| 118 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not include in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authrized overlapping shall be measured up to floor two level(over all Rate)12 mm to 32 mm. tor etc.all complete. (PWD-5.22.6) |
| 119 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying.(DSR-2023, 1.1.18) |
| 120 | CROSSING BEAUTIFICATION WORK HORTICULTURE AND LANDSCAPPING (For Four Crossings) |
| 121 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (PWD-2.8.1) |
| 122 | 1:4:8 (1 Cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm(nominal size)(PWD-4.1.8) |
| 123 | Providing and laying in position machine batched and machine mixed design mmix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering. finishing and reinforcement, including admixtures in recommended proportions as per 15: 9103 to accelerate, retard setting of concrete, Improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/ less cernent used as per design mix is. M-25 UPTO PLINTH LVL(PWD-5.1.2) |
| 124 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not include in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authrized overlapping shall be measured up to floor two level(over all Rate)12 mm to 32 mm. tor etc.all complete. (PWD-5.22.6) |
| 125 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.(PWD CH.15, ITEM-30) NEW |
| 126 | Finishing walls with Art painting approved brand on wall surface with all completion of work.(Approved By Municipal Corporation) |
| 127 | Supply and fixing of light pole with all fittings & LED Lights on RCC foundation including the cost of foundation, foundation bolts, exacavation & back filling & Required T&P etc all complete.(Approved By Municipal Corporation) |
| 128 | Supplying & Fixing of Beauty item as per approved design & as per direction of E/I. Required T&P etc all complete. (MR) |
| 129 | LANDSCAPING AND HORTICULTURE |
| 130 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. (DSR-2.12) |
| 131 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). (DSR-2.1) |
| 132 | Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm.(DSR-2.4.3) |
| 133 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). (DSR-2.8) |
| 134 | Carraige of manure upto 5 K.M. (DSR-1.1.3) |
| 135 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. (DSR-2.9) |
| 136 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)(DSR-2.13) |
| 137 | Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge.(DSR-2.35) |
| 138 | Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by Per Sqm the department) and as per direction of officer in charge.(DSR-2.36) |
| 139 | Plantation of Flowers:Providing and stacking of Ficus panda of height 45-60 cm. with 6-7 branchesand healthy foliage in p.bag of size 25 cm as per direction of the officer-in-charge.(DSR 8.26) |
| 140 | Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge.(DSR-4.44) |
| 141 | Anemone hybrid (3 in one) variety well developed with fresh & healthy Flower in full bloom in 25 cm Earthen Pot/Plastic Pot.(DSR-4.2) |
| 142 | Polyalthia pendula (Ashok Pendula) height 180-195 cm. in gunny bag size 30 cm (DSR-7.77) |
| 143 | Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.(DSR-7.71) |
| 144 | Supply, transportation, and fixing of precast reinforced concrete tree gratings of approved design, shape, and size as per drawings and instructions of the Engineer-in-Charge. The tree gratings shall be manufactured using M-30 grade concrete with adequate reinforcement to ensure durability and load-bearing capacity. Surface shall be finished smooth, edges chamfered, and openings accurately formed for proper fit around the tree trunk and aeration/irrigation. The gratings shall be factory-cast, cured for a minimum of 14 days, and free from cracks, honeycombs, or other defects. Installation shall include proper leveling, alignment, and setting over a compacted sand/cement bed or as directed.(MR) |
| 145 | COST OF BORING PUMP SUBMERSIBLE(MR) |
| 146 | LAYING OF 110 mm dia PN-6 HDPE Pipe Line 2800 Mtr Both Side of Road from Manorma Guest House to Awadhpuri Chauraha to G.T. Road via Sanjeevani Hospital in Lakhanpur, Kanpur |
| 147 | Dismantling manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-chargeCC Road (Jalkal Vibhag Approved Rate) |
| 148 | Cutting of Kharanja(Jalkal Vibhag Approved Rate) |
| 149 | Excavation of trenches manually or machanically in soil mixed with moorum/shingle/kankar for pipe line with lift upto 1.5 m lead upto 50m including filling back watering and ramming of excavated earth in to the trenches and removal and disposal of surplus earth within a distance of 50 m from(Jalkal Vibhag Approved Rate) |
| 150 | Sand Filling in Plinth(Jalkal Vibhag Approved Rate) |
| 151 | Supply of following size pipes including frieght, insurance and all taxes (Excluding GST),110 mm dia HDPE Pipe PN-6 Grade PE-100(UPJN Approved Rate) |
| 152 | Providing specials required for proper completion of work 10% of Pipe Cost |
| 153 | Carting of following size of pipes and specials from store to the site of work within 8 kms lowering the same into trenches and laying true to the alignment and gradient including jointing the same properly and testing of pipe line including cutting of pipe for the making the required lenghts as per design chart.110 mm dia HDPE pipe(Jalkal Vibhag Approved Rate) |
| 154 | Barricating of pipe line of trenches by using bamboo poles, rope with red flags, glow caution boards, diversion boards & red light.( total length proposed to be barricaded)(Jalkal Vibhag Approved Rate) |
| 155 | pipe line with new pipe line as per requirement & direction of Engineer Incharge including suplly of all materials, labour T& P etc.(250X110)mm(Jalkal Vibhag Approved Rate) |
| 156 | S/F of 100 mm dia Sluice Valve (As per UPJN S.O.R.2023-24 Item S.No.04) |
| 157 | Hiring of 15 KVA Gen.Set |
| 158 | Bailing out of Water With 5 H.P. Diesel Pump(Jalkal Vibhag Approved Rate) |
| 159 | House Hold Connection(Jalkal Vibhag Approved Rate) |
| 160 | Disposal of surplus excavated earth over including loading unloading & cartage upto 8kms (10% of excavated earth -item no 15.03(Jalkal Vibhag Approved Rate) |
| 161 | Unforeseen item |
| 162 | LAYING OF 110 mm dia PN-6 HDPE Pipe Line 500 Mtr Both Side of Road (Total 1000.00 Mtr) from Manorma Guest House to Awadhpuri Chauraha to G.T. Road via Sanjeevani Hospital in Lakhanpur, Kanpur |
| 163 | Dismantling manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-chargeCC Road(Jalkal Vibhag Approved Rate) |
| 164 | Cutting of Kharanja(Jalkal Vibhag Approved Rate) |
| 165 | Excavation of trenches manually or machanically in soil mixed with moorum/shingle/kankar for pipe line with lift upto 1.5 m lead upto 50m including filling back watering and ramming of excavated earth in to the trenches and removeal and disposal of surplus earth within a distance of 50 m from(Jalkal Vibhag Approved Rate) |
| 166 | Sand Filling in Plinth(Jalkal Vibhag Approved Rate) |
| 167 | Supply of following size pipes including frieght, insurance and all taxes (Excluding GST),110 mm dia HDPE Pipe PN-6 Grade PE-100 (As UPJN S.O.R.2023-24) |
| 168 | Providing specials required for proper completion of work 10% of Pipe Cost |
| 169 | Carting of following size of pipes and specials from store to the site of work within 8 kms lowering the same into trenches and laying true to the alignment and gradient including jointing the same properly and testing of pipe line including cutting of pipe for the making the required lenghts as per design chart.110 mm dia HDPE pipe(Jalkal Vibhag Approved Rate) |
| 170 | Barricating of pipe line of trenches by using bamboo poles, rope with red flags, glow caution boards, diversion boards & red light.( total length proposed to be barricaded)(Jalkal Vibhag Approved Rate) |
| 171 | pipe line with new pipe line as per requirement & direction of Engineer Incharge including suplly of all materials, labour T& P etc.(250X110)mm(Jalkal Vibhag Approved Rate) |
| 172 | S/F of 100 mm dia Sluice Valve (As per UPJN S.O.R.2023-24 Item S.No.04)) |
| 173 | Hiring of 15 KVA Gen.Set |
| 174 | Bailing out of Water With 5 H.P. Diesel Pump(Jalkal Vibhag Approved Rate) |
| 175 | House Hold Connection(Jalkal Vibhag Approved Rate) |
| 176 | Disposal of surplus excavated earth over including loading unloading & cartage upto 8kms (10% of excavated earth -item no 17.03(Jalkal Vibhag Approved Rate) |
| 177 | Unforeseen item |
| 178 | LAYING OF 300 mm dia Sewer Line (1400x2)=2800 Rmt from Manorma Guest House to Awadhpuri Chauraha to G.T. Road via Sanjeevani Hospital in Lakhanpur, Kanpur |
| 179 | Dismantaling of roads for laying sewers including Sorting Out & stacking of Serviciable materials, and disposal of unserviceable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches. For Sewer Line 300 mm diaFor M.H.(UPJN 2023-24 Sr. No. 15 (C)) |
| 180 | Excavation of Foundation in Ordinary soil including Lift Up to 1.50 Mtr With Supply of lab, T&P etc all comp.For S. L. 300 mm dia (0.0 to 1.5 Mtr)For M.H.(UPJN 2023-24 Item Code 3001) |
| 181 | For S. L. 300 mm dia (1.50 to 3.0 M)For M.H(UPJN 2023-24 Item Code 3002) |
| 182 | Providing Close Timbering in Trench-es including Supply of Lab, Mat, T&P etc all Comp.00.00 Mtr to 3.00 Mtr(Jalkal Vibhag Approved Rate) |
| 183 | Concrete work With 40 Gauge Brick Blast, L.Sand & Cement in foundati on Under floor s in Prop. of 10:5:1 including Supply Lab, Mat, T&P etc all Complete as directed by site I/C. For Sewer Line 300 mm dia For M.H(Jalkal Vibhag Approved Rate) |
| 184 | Making necessary Arrangement of Barricating With Sal ballies fixed horizontally & Vertically with provision of Red Flag, Red Lantern and night watchmen including supply of all material, Labor, T&P etc all Complete as directed by site I/C.(Jalkal Vibhag Approved Rate) |
| 185 | 1st Class Brick Work with 1:3 Cem-ent & Coarse, Sand mortar or including Supply of all Mat, T&P etc all Complete sa directed by site I/C. (Jalkal Vibhag Approved Rate) |
| 186 | 12 mm thick plaster with 1:3 cement & L.Sand mortor with Supply of all Material, Labor, T&P watering & extra neat finishing etc. all complete as directed by site I/C.(Jalkal Vibhag Approved Rate) |
| 187 | Providing Bier to Retain Sewage water when required in existing sewer line and MH including binding with maneelarope of proper thickness and removal of same after cmopleteion of work, supply of all mat. lab, T&P etc all Complete as directed by site I/C. (Jalkal Vibhag Approved Rate) |
| 188 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,Slab pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)(SOR-5.2.2, 2023-24 ) |
| 189 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not include in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authrized overlapping shall be measured up to floor two level(over all Rate)12 mm to 32 mm. tor etc.all complete. (SOR-5.22.6, 2023-24) |
| 190 | Hiring of 7.5 H.P. Mud Pump inc-luding all accessories Such as Su-11 ction & Non skilled Lab. Include-ing Supply of Lab, T&P all Comp. (Jalkal Vibhag Approved Rate) |
| 191 | Hiring of 15 KVA Gen.for Oprn. of 7.5 H.P. Mud Pump including all acc-essories Such as Suction & Non skill-ed Lab. Including Supply of Lab, T&P all Comp.(Jalkal Vibhag Approved Rate) |
| 192 | Cast Cement Concrete for small work seat fixing & flooring of MH in 1:2:3 cement, appd. C. sand & stone ballast of 1/2\\" to 3/4\\" guage supply of all mat., lab, T&P etc all Complete as directed by site I/C. (PCC work) (Jal Kal Vibhag Approved Rate). |
| 193 | Supply & Laying of RCC Pipe 300 mm dia RCC Pipe including Supply of lab, mat, T&P etc all comp.(Jal Kal Vibhag Approved Rate). |
| 194 | Making connection of line in to existing MH i/c repairing of MH Wall after making connection with Supply of lab, Mat, T&P etc all Com-p.(Jal Kal Vibhag Approved Rate). |
| 195 | Supply of RCC Frame of Size 650 X75 mm(Jal Kal Vibhag Approved Rate). |
| 196 | Supply of RCC Cover on M.H.Size 650 X75 mm (Jal Kal Vibhag Approved Rate). |
| 197 | Disposal of Surplus earth or Dismantled Malva from site up to 3 km distance including loading, unloading, cartage etc all complete as directed by site I/C. (Jal Kal Vibhag Approved Rate). |
| 198 | House Hold Connection(Jal Kal Vibhag Approved Rate). |
| 199 | Unforseen Work as Cartage of Pipe |
| 200 | Laying of 300 mm dia Sewer Line (500x2)=1000 Rmt from Avadhpuri Chauraha to G.T. Road via Sanjeevani Hospital Both Side of Road in Lakhanpur, Kanpur |
| 201 | Dismantaling of roads for laying sewers including Sorting Out & stacking of Serviciable materials, and disposal of unserviceable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches. For Sewer Line 300 mm diaFor M.H.(UPJN 2023-24 Sr. No. 15 (C)) |
| 202 | Excavation of Foundation in Ordi-nary soil including Lift Up to 1.50 2 Mtr With Supply of lab, T&P etc all comp.(As Vibhagiy Rate Sanctioned in 2025-26).For S. L. 300 mm dia (0.0 to 1.5 MtrFor M.H.(UPJN 2023-24 Item Code 3001) |
| 203 | For S. L. 300 mm dia (1.50 to 3.0 MFor M.H(UPJN 2023-24 Item Code 3002) |
| 204 | Providing Close Timbering in Trench-es including Supply of Lab, Mat, T&P etc all Comp.00.00 Mtr to 3.00 Mtr(Jalkal Vibhag Approved Rate) |
| 205 | Concrete work With 40 Gauge Brick Blast, L.Sand & Cement in foundati on Under floor s in Prop. of 10:5:1 including Supply Lab, Mat, T&P etc all Complete as directed by site I/C. For Sewer Line 300 mm dia For M.H(Jalkal Vibhag Approved Rate) |
| 206 | Making necessary Arrangement of Barricating With Sal ballies fixed horizontally & Vertically with provision of Red Flag, Red Lantern and night watchmen including supply of all material, Labor, T&P etc all Complete as directed by site I/C.(Jalkal Vibhag Approved Rate) |
| 207 | 1st Class Brick Work with 1:3 Cem-ent & Coarse, Sand mortar or including Supply of all Mat, T&P etc all Complete sa directed by site I/C. (Jalkal Vibhag Approved Rate) |
| 208 | 12 mm thick plaster with 1:3 cement & L.Sand mortor with Supply of all Material, Labor, T&P watering & extra neat finishing etc. all complete as directed by site I/C.(Jalkal Vibhag Approved Rate) |
| 209 | Providing Bier to Retain Sewage water when required in existing sewer line and MH including binding with maneelarope of proper thickness and removal of same after cmopleteion of work, supply of all mat. lab, T&P etc all Complete as directed by site I/C. (Jalkal Vibhag Approved Rate) |
| 210 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,Slab pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)(SOR-5.2.2, 2023-24 ) |
| 211 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not include in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authrized overlapping shall be measured up to floor two level(over all Rate)12 mm to 32 mm. tor etc.all complete. (SOR-5.22.6, 2023-24) |
| 212 | Hiring of 7.5 H.P. Mud Pump including all accessories Such as Su-11 ction & Non skilled Lab. Include-ing Supply of Lab, T&P all Comp.(Jalkal Vibhag Approved Rate) |
| 213 | Hiring of 15 KVA Gen.for Oprn. of 7.5 H.P. Mud Pump including all acc-essories Such as Suction & Non skill-ed Lab. Inclu-ding Supply of Lab, T&P all Comp. (Jalkal Vibhag Approved Rate) |
| 214 | Cast, Cement, Concrete for seat fixing in 1:2:4 cement, sand, stone with Supply of lab, Mat, T&P etc all Comp. (Jalkal Vibhag Approved Rate) |
| 215 | Supply & Laying of RCC Pipe 300 mm dia RCC Pipe including Supply of lab, mat, T&P etc all comp.(Jal Kal Vibhag Approved Rate). |
| 216 | Making connection of line in to existing MH i/c repairing of MH Wall after making connection with Supply of lab, Mat, T&P etc all Com-p.(Jal Kal Vibhag Approved Rate). |
| 217 | Supply of RCC Frame of Size 650 X75 mm(Jal Kal Vibhag Approved Rate). |
| 218 | Supply of RCC Cover on M.H.Size 650 X75 mm (Jal Kal Vibhag Approved Rate). |
| 219 | Disposal of Surplus earth or Dismantled Malva from site up to 3 km distance including loading, unloading, cartage etc all complete as directed by site I/C. (Jal Kal Vibhag Approved Rate). |
| 220 | House Hold Connection(Jal Kal Vibhag Approved Rate). |
| 221 | Unforseen Work as Cartage of Pipe |
| 222 | PART-B (ELECTRICAL)ELECTRICAL UTILITY SHIFTING OF 33KV LINE ICAI BHAVAN TO ROAD TO AWADHPURI ROAD AND ICICI BANK TO GT ROAD VIA SANJIVANI HOSPITAL UNDER VIKAS NAGAR |
| 223 | S.T. Pole (SP-70) 13.0 Mtr. BOTTOM GALVANIZED |
| 224 | S.T. Pole (SP-55) 11 Mtr. BOTTOM GALVANIZED |
| 225 | PILLER BOX WITHALL ACCESSORIES wITH EITTING (1 INPUT& 2 OUTPUT) |
| 226 | 33 KV 3x300 Sq.mm XLPE Cable (FRLSH) |
| 227 | 33 KV 3x300 Sq.mm O/D Cable Box |
| 228 | 33 KV 3x300 Sa.mm ST TH Cable Box |
| 229 | GI pipe 6\\" dia |
| 230 | Earth Rod Complete |
| 231 | Earth wire 7/16 SWG |
| 232 | M.S. Channel 100x50x6 mm |
| 233 | M.S. Angle (65x65x6) mm |
| 234 | G.I. Barbed wire |
| 235 | H.T. Para Tape |
| 236 | MS Clamp 4½ (50x6 mm) |
| 237 | MS Clamp 6½ (50x6 mm) |
| 238 | MS Clamp 7½ (50x6 mm) |
| 239 | MS Clamp 8½ (50x6 mm) |
| 240 | C.I. Packing 6 ½ |
| 241 | C.I. Packing 7 ½ |
| 242 | C.1. Packing 8 ½ |
| 243 | Disc Insulator B &S Type 70 kN 11 kV |
| 244 | 33 KV Pin Insulator |
| 245 | Disc fitting for Dog to Dog conductor 70 kN B &S Type |
| 246 | Pin and Nut of 33 KV Pin Insulator |
| 247 | ACSR Dog Conductor for 33 kV & 11 kV Line |
| 248 | G.I. Wire 8 SWG |
| 249 | G.I. Wire 6 SWG |
| 250 | Stay Rod Complete (20x1800 mm) |
| 251 | Stay wire 7/10 SWG |
| 252 | Stay Insulator 33 KV |
| 253 | Stay Clamp 62 (50x6 mm) |
| 254 | Danger Board with clamp |
| 255 | Bracing clamp 72 |
| 256 | Bracing clamp 8/2 |
| 257 | Route Marker |
| 258 | Nut and Bolt with Off size Washer |
| 259 | NUMBER PLATE |
| 260 | CONCRETING OF POLE |
| 261 | CONCRETING OF STAY |
| 262 | LABOR CHARGES (INCLUDING 7% CARTAGE, DISMENTALING & 8% ERECTION (CABLE SUPPLY, LAYING & FIXING CHARGES)) @ 15% ON MATERIAL |
| 263 | ELECTRICAL UTILITY SHIFTING OF 11KV LINE ICAI BHAVAN TO ROAD TO AWADHPURI ROAD AND ICICI BANK TO GT ROAD VIA SANJIVANI HOSPITAL UNDER VIKAS NAGAR |
| 264 | S.T. Pole (SP-55) 11 Mtr. BOTTOM GALVANIZED |
| 265 | S.T. Pole (SP-37) 9.5 Mtr. BOTTOM GALVANIZED |
| 266 | Earth Rod Complete |
| 267 | Earth wire 7/16 SWG |
| 268 | 11 KV drop out fuse set |
| 269 | LT Circuit 500 Volt/500 Amp. |
| 270 | 11 KV 3x300 Sq.mm XLPE Cable (FRLSH) |
| 271 | 11 KV 3x185 Sq.mm XLPE Cable (FRLSH) |
| 272 | 11 KV 3x70 Sq.mm XLPE Cable (FRLSH) |
| 273 | GI pipe 6\\" dia |
| 274 | 11 KV 3x300 Sq.mm O/D Cable Box |
| 275 | 11 KV 3x185 Sq.mm O/D Cable Box |
| 276 | 11 KV 3x70 Sq.mm O/D Cable Box |
| 277 | 11 KV 3x300 Sq.mm I/D Cable Box |
| 278 | 11 KV 3x300 Sq.mm ST.TH Cable Box |
| 279 | 11 KV 3x185 Sq.mm ST.TH Cable Box |
| 280 | 11 KV 3x70 Sq.mm ST.TH Cable Box |
| 281 | 11 KC PILLER BOX WITH ALL ACCESSORIES AND FITTING (1 INPUT&2) |
| 282 | 11 KV RMU UNIT |
| 283 | M.S. Channel 100x50x6 mm |
| 284 | M.S. Angle (65x65x6) mm For Guarding |
| 285 | G.I. Barbed wire |
| 286 | MS Clamp 2½ (50x6 mm) |
| 287 | MS Clamp 4½ (50x6 mm) |
| 288 | MS Clamp 5½ (50x6 mm) |
| 289 | MS Clamp 6½ (50x6 mm) |
| 290 | MS Clamp 7½ (50x6 mm) |
| 291 | MS Clamp 8½ (50x6 mm) |
| 292 | C.I. Packing 4 ½ |
| 293 | C.I. Packing 5 ½ |
| 294 | C.I. Packing 6 ½ |
| 295 | C.I. Packing 7 ½ |
| 296 | C.1. Packing 8 ½ |
| 297 | Disc Insulator B &S Type 70 kN 11 kV |
| 298 | Disc fitting for Dog to Dog conductor 70 kN B &S Type |
| 299 | L.T. XLPE Cable 1x400 mm2. |
| 300 | Alu. Lug. 300 Sq. mm |
| 301 | Alu. Lug. 70 Sq. mm |
| 302 | Deep Bore Pipe earthing 40 feet deep |
| 303 | T/F Fencing |
| 304 | Distribution Transformer Plinth |
| 305 | Shifting of Distribution T/F |
| 306 | Shifting of 33/11 KV CT/PT Unit |
| 307 | 11 KV Pin Insulator |
| 308 | 11 KV GI PIN |
| 309 | ACSR Dog Conductor |
| 310 | G.I. Wire 6 SWG |
| 311 | G.I. Wire 8 SWG |
| 312 | Stay Rod Complete (20x1800 mm) |
| 313 | Stay wire 7/10 SWG |
| 314 | Stay Insulator 33 KV |
| 315 | Stay Clamp 5 ½ |
| 316 | 11 kV V-Type Cross Arm |
| 317 | Danger Board with clamp |
| 318 | Nut and Bolt with Off size Washer |
| 319 | CONCRETING OF POLE |
| 320 | CONCRETING OF STAY |
| 321 | NUMBER PLATE |
| 322 | LABOR CHARGES (INCLUDING 7% CARTAGE, DISMENTALING & 8% ERECTION (CABLE SUPPLY, LAYING & FIXING CHARGES)) @ 15% ON MATERIAL |
| 323 | ELECTRICAL UTILITY SHIFTING OF LT LINE ICAI BHAVAN TO ROAD TO AWADHPURI ROAD AND ICICI BANK TO GT ROAD VIA SANJIVANI HOSPITAL UNDER VIKAS NAGAR |
| 324 | Steel Tubular poles (SP-37) 9.5 Mtr, BOTTOM GALVANIZED |
| 325 | Earthing Rod 20x2540 Sqmm. |
| 326 | Earth wire 7/14 |
| 327 | Stay Rod 20x1800 mm |
| 328 | Stay Wire 3.15 MM 7/10 SWG GSS Wire |
| 329 | Arial Bunch Cable L.T. 3X120+1x95+ 1x16 sqmm |
| 330 | Arial Bunch Cable L.T. 3x150+1x95+1x16 sqmm |
| 331 | XLPE/PvC insulated 1x25 mm AL. cable for DB BOX |
| 332 | Single Phase CRCA Distribution Box with clamps |
| 333 | THREE Phase CRCA Distnbution Box with clanmps |
| 334 | LT. Neutral Bare Connector. |
| 335 | LT insulation Piercing Connectors of 25-150 sqmm |
| 336 | Dead End Sealing Cap |
| 337 | Dead End clamps with Eye-Hook (lnsulated) |
| 338 | Suspension clamps with Eye-Hook (Insulated) |
| 339 | Holding Clamp for round pole 4½ (50X6) |
| 340 | Holding Clamp for round pole 5½ (50X6) |
| 341 | Stay Clamp 4½ |
| 342 | Stay Insulator |
| 343 | Danger Board With clamp |
| 344 | GI. Barbed Wire |
| 345 | ACD CLAMP |
| 346 | Alu. Lug 25 Sqmm. |
| 347 | Nut and Bolt with Off Size Washer |
| 348 | CONCRETING OF POLE |
| 349 | CONCRETING OF STAY |
| 350 | NUMBER PLATE |
| 351 | LT UNDERGROUND1X630 Sq mm. cable |
| 352 | 1X400 Sq mm. cable |
| 353 | Supply of Al Crimping lugs (630/400/300) Sq mm. for all cables of Distribution |
| 354 | 2Cx6 sgmm cable armoured XLPE |
| 355 | 2Cx10 sgmm cable armoured XLPE |
| 356 | 4Cx16 samm cable armoured XLPE |
| 357 | 4Cx25 Sqmm cable armoured XLPE |
| 358 | 3.5 CX240 Sq mm. XLPE |
| 359 | 3.5 CX120 Sq mm. XLPE |
| 360 | 3.5 CX70 Sq mm. XLPE |
| 361 | Supply of Cable end termination using total double compersatlon Brass glands and crimping type aluminum thimbles size for L.T. cables.3.5 CX630 Sq mm. XLPE |
| 362 | 3.5 CX240 Sa mm. XLPE |
| 363 | 3.5 CX120 Sq mm. XLPE |
| 364 | 3.5 CX70 Sq mm. XLPE |
| 365 | Supply of Outdoor Type LT Distribution BoX with a rupturing capacity of 50 KA MAIN LT PANEL AT SUBSTATION- 400 KVA (Type A-2) (lncomer -1 set of 800 amp. (Outgoing -6 sets of 250 armp. TP MCCB with spreadar & Extended handle (5No,+1No. Capacitorpanel) (2 sets of 100 amp. TP MCCB with spreador & Extended handle) |
| 366 | Supply of Outdoor Type LT Distribution Box with a rupturing capacity of 50 KA MAIN LT PANEL AT SUBSTATION- 250 KVA (Type A-3) (Incomer -1 sot of 630 amp. (Outgoing- 5 sets ot 250 amp. TP MCCB with spreader & Extended handle (4No.+1No. Capacitorpanel)) (2 sets of 100 amp. TP MCCB with spreader & Extended handle) |
| 367 | Supply of Outdoor type feeder pillar panel 400 amp. Aluminum Bus bar Type B-1):1 no Incomer 250amp. TP MCCB and 6 No.out-going 100 amp. TP MCCB with spreader & Extended handie |
| 368 | Supply of Outdoor type feeder pillar panel with 300 amp. Aluminum Bus bar (Type B-2) : 1 no incomer 250amp. TP MCCB and 5 No. Out-going 100 amp. TP MCCB spreader & Extended Handle |
| 369 | Supply of Qutdoor type feeder pillar panel with 300 amp. Aluminum Bus bar Type B-3) having: 1 no incomer 250 amp. TP MCCB and 4 No.out-going 100 amp. TP MCCB spreader & Extended handie. |
| 370 | Supply of lockable distribution box along with bar lock of size 450x450 mm including suitable foundation with bus bar amp. 140 TPN to feed up to 10 houses (Type C). Panel to be made of 2mm. CRCA sheet |
| 371 | Supply of ferrules for all cables( marking and identification purpose) |
| 372 | LABOR CHARGES (INCLUDING 7% CARTAGE, DISMENTALING & 8% ERECTION (CABLE SUPPLY, LAYING & FIXING CHARGES)) @ 15% ON MATERIAL Please Enable Macros to View BoQ information |
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